Claims
- 1. A sealed building or paving construction joint comprising a joint having two sidewalls, polymer foam located in the joint, said polymer foam being compressed from about 25% to about 60% of its relaxed transverse cross sectional dimension by the sides of the joint, said polymer foam comprising an ethylenic polymer having a cross-section of from about 0.20 in.sup.2 to about 40 in.sup.2 and having a density of from about 1.5 to about 10 lb/ft.sup.3 and having a compression resistance of no greater than 10 psi at 50% compression and containing both closed cells and open cells and having an essentially integral surface and is non-outgassing as determined by ASTM C24.32.13 (Task Group 13) Proposed Test Method for Determining Outgassing, and an overlay of a fluid impervious sealant on said polymer foam.
- 2. A joint as in claim 1 where the compression resistance is no greater than 8.5 psi, and the foam contains at least 30% open cells.
- 3. A joint as in claim 2 where the compression resistance is in the range of 2-7 psi, the open cell content is in the range of 40-80%, and the density is in the range of 1.9-10 lb/ft.sup.3.
- 4. A joint as in claim 3 where the compression resistance is in the range of 3-6 psi, and the density is in the range of 2-5 lb/ft.sup.3.
- 5. A joint as in claim 4 where the compression resistance is in the range of 3-5 psi, and the density is in the range of 2.3-3.5 lb/ft.sup.3.
- 6. A joint as in claim 5 where the open cell content is about 63.5%, and the density is about 2.5 lb/ft.sup.3.
- 7. A joint as in claim 1, where the foam is of rod form and recovers at least 92% of its diameter after 50% compression for 24 hours, has a density of at least about 1.5 lbs/ft.sup.3, and has a compression resistance of 8.5 psi or less at 50% compression.
- 8. A joint as in claim 1 where the fluid impervious sealant is selected from the group consisting of silicone, urethane, polysulfide, and asphalt.
- 9. A sealed building or paving construction joint comprising a joint having two sidewalls, polymer foam located in the joint, said polymer foam being compressed from about 25% to about 60% of its relaxed transverse cross sectional dimension by the sides of the joint, said polymer foam comprising an ethylenic polymer in rod form having a circular cross-section with a diameter in the range of 3/8 inch to 2 inches, said polymer foam having a density of from about 1.5 to about 10 lb/ft.sup.3 and having a compression resistance of no greater than 10 psi at 50% compression and containing both closed cells and open cells and having an essentially integral surface and is non-outgassing as determined by ASTM C 24.32.13 (Task Group 13) Proposed Test Method for Determining Outgassing, and an overlay of a fluid impervious sealant around said polymer foam.
- 10. In a method of sealing a construction joint with a fluid impervious sealant, the improvement being in using as a backing element for the sealant an extruded polymer foam backer rod having a cross-sectional dimension greater than the width of the joint to be sealed, a density of less than 10 lb./ft.sup.3 and a compression resistance of 8.5 psi or less at 50% compression, an integral skin covering the foam for receiving the sealant thereon, the foam containing both closed cells and open cells, the open cells being present in a percent sufficient to render the backing element non-outgassing as determined by ASTM C 24.32.13 (Task Group 13) Proposed Test Method for Determining Outgassing; compressing the polymer foam by inserting the polymer foam into the joint against the sides of the joint; and placing the sealant in the joint as an overlay on the polymer foam.
- 11. The method of claim 10 including extruding the foam from an ethylenic polymer material into a shape having an arcuate cross-section.
- 12. The method of claim 10 including extruding the foam to have a cross-section of from about 0.20 in.sup.2 to about 40 in.sup.2 and a density of at least about 1.5 lb./ft.sup.3.
- 13. The method of claim 11 including extruding the foam to have a density in the range of about 1.5 lb./ft.sup.3 to about 8.5 lb/ft.sup.3.
- 14. The method of claim 10 including extruding the foam to have a density in the range of 2.3-3.5 lb./ft.sup.3.
- 15. The method of claim 10 including extruding the foam to have a compression resistance in the range of 2-7 psi.
- 16. The method of claim 15 including extruding the foam to have a compression resistance in the range of 3-5 psi.
- 17. The method of claim 10 including extruding the foam to have an open cell content of at least 30%.
- 18. The method of claim 16 including extruding the foam to have an open cell content in the range of 30-85%.
- 19. The method of claim 18 including extruding the foam so that it recovers at least 92% of its diameter after 50% compression for 24 hours.
- 20. The method of claim 10 including extruding the foam to have a maximum of 85% open cells.
- 21. The method of claim 10 wherein the sealant is selected from the group consisting of silicon, urethane, polysulfide, and asphalt.
- 22. The method of claim 10 wherein the construction joint is a highway joint and the backing element is a backer rod.
- 23. The method of claim 10 wherein the polymer foam is compressed from about 25% to about 60% of its relaxed transverse cross sectional dimension.
- 24. A sealed building or paving construction joint comprising a joint having two sidewalls, an extruded ethylenic polymer foam rod located in the joint and providing the base thereof, said extruded polymer foam rod having a circular cross section when uncompressed, the diameter of said uncompressed circular cross section being greater than the spacing between the two sidewalls providing the joint, said polymer foam rod having a density of about 1.5 lbs/ft.sup.3 to about 10 lbs/ft.sup.3, a compression resistance of no greater than 10 psi at 50% compression, a recovery of at least 92% of its uncompressed cross-sectional diameter, as measured 24 hours after it has been compressed 50% for a period of 24 hours, said foam rod containing both closed cells and open cells therein and including an integral skin forming the outer peripheral wall of the rod, and a fluid impervious sealant overlying the polymer foam and being adhered to the sidewalls.
- 25. A joint as in claim 24 wherein the compression resistance is no greater than 8.5 psi.
- 26. In a method of sealing a construction joint having two sidewalls wherein a fluid impervious sealant is deposited in the joint to adhere to the sidewalls, the improvement being in providing a backing element in the form of a polymer foam rod having a circular cross section when uncompressed, a diameter that is greater than the spacing between the two sidewalls, a density of from about 1.5 lbs/ft.sup.3 to 10 lbs/ft.sup.3, a compression resistance of 8.5 psi or less at 50% compression, a recovery of at least 92% of its uncompressed diameter, as measured 24 hours after it has been compressed 50% for a period of 24 hours, said foam rod containing both closed cells and open cells therein and including an integral skin about the outer periphery thereof; compressing the polymer foam rod into the joint to form a joint reservoir with said sidewalls for receiving a sealant, and placing the sealant in the joint reservoir overlying the polymer foam rod.
- 27. The method of claim 26 including the steps of providing the backing element by extruding the foam rod from an ethylenic polymer foam material.
- 28. The method of claim 27 including the steps of providing the foam rod with a density in the range of 2-5 lb/ft.sup.3.
CROSS-REFERENCE TO RELATED APPLICATIONS
This application is a division of Ser. No. 07/760,149, filed Sep. 16, 1991, now U.S. Pat. No. 5,098,782, which is a division of Ser. No. 07/526,629, filed May 22, 1990, now U.S. Pat. No. 5,059,631, which is a division of Ser. No. 365,838, filed Jun. 14, 1989 now U.S. Pat. No. 4,931,484, which is a continuation in part of Ser. No. 257,510, filed Oct. 13, 1988, now abandoned.
US Referenced Citations (32)
Foreign Referenced Citations (3)
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0016347 |
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Divisions (3)
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Number |
Date |
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Parent |
760149 |
Sep 1991 |
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Parent |
526629 |
May 1990 |
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Parent |
365838 |
Jun 1989 |
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Continuation in Parts (1)
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Number |
Date |
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Parent |
257510 |
Oct 1988 |
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